Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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None (1) ·
45775 (1) ·
58725 (1) ·
74200 (1) ·
Boca Raton (1) ·
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Cocoa (1) ·
Delray Beach (1) ·
Haverhill (1) ·
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Ormond Beach (1) ·
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Riviera Beach (1) ·
Royal Palm Beach village (1) ·
Titusville (1) ·
Viera (1) ·
West Palm Beach (1)
'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'Beamer's Ditch ' (1) ·
'Belvedere Road ' (1) ·
'BOYNTON CANAL ' (1) ·
'Burns Road ' (1) ·
'C-17 Canal ' (1) ·
'C-51 Canal ' (1) ·
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'Clint Moore Road ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
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'FTPK & S Macedo Blvd. ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 SR 9 ' (1) ·
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'Jog Rd. & Turn Arounds ' (1) ·
'Lake Ida Road ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'South Relief Canal ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-40 ' (1) ·
'SR-46 ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-192 ' (1) ·
Addison Canal (1) ·
Wickham Road (1)
'Atlantic Ave. ' (1) ·
'Australian Ave. ' (1) ·
'Blue Heron Blvd. ' (1) ·
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'SR-5A ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'US-1 (SR-5) ' (1) ·
I-95 (1)
Number 008:
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.9mi S of SR-520 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.5 Mi. S of SR-514 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 over SR-40 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over US-192 ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'North of P. Beach Airport' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
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Longitude 017:
101541 (1) ·
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113000 (1) ·
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68500 (1) ·
70815 (1) ·
72500 (1) ·
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76000 (1) ·
77000 (1) ·
78500 (1) ·
79000 (1) ·
85750 (1) ·
90900 (1) ·
98900 (1)
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
114510 (1) ·
117980 (1) ·
118848 (1) ·
122864 (1) ·
125788 (1) ·
130993 (1) ·
131860 (1) ·
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136198 (1) ·
137065 (1) ·
148776 (1) ·
157712 (1) ·
171592 (1) ·
176174 (1) ·
181308 (1) ·
196055 (1) ·
198658 (1) ·
23943 (1) ·
27150 (1) ·
27413 (1) ·
27760 (1) ·
27934 (1) ·
28628 (1) ·
33399 (1) ·
47712 (1) ·
49014 (1) ·
51182 (1) ·
58990 (1) ·
63328 (1) ·
64195 (1) ·
68966 (1) ·
74196 (1) ·
75472 (1) ·
75473 (1)
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